My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
AgdaPkt 2003-10-13
RedwoodCity
>
City Clerk
>
Agenda Packets
>
2000-2009 partial
>
2003
>
AgdaPkt 2003-10-13
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/16/2012 3:40:09 PM
Creation date
10/9/2003 3:26:19 PM
Metadata
Fields
Template:
CC Index
CC Index - Document Type
Agenda Packet
Agency Type
City Council
Date
10/13/2003
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
240
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
EXHIBIT "B" � <br /> ON BROADWAY — PARKING GARAGE � � <br /> CLARIFICATIONS & EXCLUSIONS <br /> 4of8 <br /> • Underside of elevated decks: Off form finish, knock do� <br /> ' only, <br /> • Podium: Trowel. <br /> • "Rat" slab excluded. <br /> • Costs for winterization fo� concrete work is excluded. <br /> • 3ond on concrete subconua is included. <br /> 3410 GFRC / PRECAST • Ivot used. <br /> CONCRETE <br /> 4200 MASONRY • Stair & elevator shaft walls, storage & machine room and Pa <br /> Management office walls assumed to be painted 8"x8"x 16" � <br /> • Bond for masonr subcontractor is excluded. <br /> 5120 STRUCTURAL • Structural steel for pazking garage consists of the following <br /> STEEL assumptions: <br /> ■ 76 gravity columns — 7� tons <br /> ■ 60 frame columns — 85 tons <br /> • 230 5" pipe stabilizers — 55 tons <br /> • 36 brace transfer beams — 22 tons <br /> • Misc. cormeceions @ exterior — 10 tons <br /> • Total tonnage: 247 tons <br /> • Assumed erection of steet from inside of excavation after in <br /> of SOG. Assumed SOG will support approximacely 160-ton <br /> tire crane. <br /> • Assumed off loading of steel from Jefferson Ave. and in[ern <br /> lanes closures will be required. <br /> • Bond on structura] steel subcontractor is included. <br /> 5300 METAL DECK '. Not used in aza e. <br /> � 5500 MISC. METALS • Assumed 40 EA bol}ards. <br /> • Assumed 30 LF trench drains & grates. <br /> • Assumed 240 LF ramp guardrails. <br /> • Assumed 6 flights of conerete filled metal pan scairs. <br /> • Assumed 6 total floors of elevator rails. <br /> • Assumed 2 EA elevator pit laddets and sump pit frames and <br /> • Cashier rails, baaier beams, HVAC platform supports, toilet <br /> supporrs, lavatory supports, elevator sepazator beams & scre <br /> excluded. <br /> • Bond for miscellaneous metals subcontractor is exciuded. <br /> 5800 EXPANSION • Expansion & seismic joints and covers ue excluded. <br /> CONTROL <br /> 6100 ROUGH • Assumed perimeter temporary 8' fence with mesh & viewin <br /> CARPENTRY . Site safety & miscellaneous carpentry as required. <br /> • Pedestrian walkwa s are excluded. <br /> 7100 WATERPROOFING • Provided the following waterproofing: <br /> • Basement slab & elevator pits —Preprufe 300R. <br /> ■ Basement walls — Preprufe 160R & Hydroduct 220. Ti� <br /> penetrations to be detailed with standard WR Grace det, <br /> • Below grade slab @ Theater Way — Bituthene 4000 & F <br /> 660 flood tested prior to cover. <br /> • Waterproofing warraneies to be 10-year materiai & S ye <br /> • Bond on wa[e roofino subcontractor is included. <br /> 7210 INSULATION • Not used. <br /> 7250 FIREPROOFING • Not used. <br /> 7510 ROOFING • Not used. <br />
The URL can be used to link to this page
Your browser does not support the video tag.